My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2006-P10398 - septic
Orono
>
Property Files
>
Street Address
>
N
>
North Arm Drive
>
440 North Arm Drive - 06-117-23-31-0003
>
Septic
>
2006-P10398 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:26:03 PM
Creation date
8/9/2017 1:51:35 PM
Metadata
Fields
Template:
x Address Old
House Number
440
Street Name
North Arm
Street Type
Drive
Address
440 North Arm Dr
Document Type
Septic
PIN
0611723310003
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
� F. ABSORPTION WIDTH Absorption ratio: 2 <br /> 1, Absorption width equals absorption ratio times rock layer width <br /> 2.00 x 10.0 ft = 20A ft <br /> G. MOUND SLOPE WIDTH 8�LENGTH(Greater than 19G) <br /> 1. Downslope absorption width=absorption width minus rock layer width <br /> 20.0 feet - 10.0 feet= 10.0 ft <br /> 2. Calculate mound size � <br /> UPSLOPE � � <br /> a.Depth of clean sand at upslope edge of rodc layer=3 feet minus distance to restricting layer(C1) <br /> 3.0 ft - 2,0 ft= 1.0 ft <br /> b.Mound height at the upslope edge of rock layer=depth of clean sand for separation(G2a) <br /> at upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot) <br /> 1 ft+1ft+1 ft= 3.0 ft <br /> c.Upslope berm multiplier based on land slope(see figure D-34) <br /> Selected berm multiplier: 2.78 <br /> d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b): <br /> 2.78 x 3.0 ft = 10.0 ft <br /> DOWNSLOPE <br /> e.Drop in elevation=rock fayer width(D2)times percent landslope(C5)/100 <br /> 10.0 ft x 11.0 % /100= 1.1 ft <br /> f.Downslope mound height=depth of clean sand for slope difference(G2e) <br /> at downslope rock edge plus the mound height at the upslope edge of rock layer(2b) <br /> 1.1 ft + 3.0 ft= 4.1 ft <br /> g.Downslope berm muitiplier based on percent land slope(see Figure D-34 <br /> Selected bertn multiplier: 5.88 <br /> h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2fl <br /> 5.88 x 4.1 = 24.0 ft <br /> i.Select greater of G1 and G2h as the downslope width 24.0 ft <br /> j.Totai mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(G2i) <br /> 10.0 ft+ 10.0 ft+ 24.0 ft= 44.0 ft <br /> k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(G2d) <br /> 10,0 ft + 38.0 ft+ 10.0 ft= 58.0 ft <br /> Final Dimensions (slope>1% 44.0 ft x 58.0 ft <br /> 1 hereby rtify that all work has been completed in accordance with all applicable ordinances,rules&laws. <br /> (signatu�e) 810 (license#) 8/14l2006(date) <br /> Page 2 of 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.